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Project: <br />M <br />Bowie Resources <br />— - - <br />• ' GEOTECH <br />Th <br />Client / On Site Rep: <br />Cohesionless Soils <br />I <br />X <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />]of <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />material placed. <br />tractor Not Working Due To: <br />The Contractor Is: <br />Civil, Structural & Geotechnical Engineers <br />Processing Frozen Material: <br />Processing Wet Material [ <br />ipment Malfunction: <br />Stnpping and /or Grubbing: <br />Moisture Conditioning Dry Mat'l: f <br />Bowie Resources / Gary Harding <br />nown: <br />Stockpiling Fill: <br />Removing Unsuitable Marl. <br />222 South Park Ave. • Montrose, co 81401 <br />Ph. (870) 248 -6828 • FAX: (970) 248 -0945 <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />6/17/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY COMPACTION <br />REPORT <br />TEST <br />LOCATION <br />GRADE <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />NUMBER <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrntr <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />835 <br />Pt. 5003 (N: 20098.12 <br />- E: 37418.08) <br />6206.0 <br />X <br />106.0 <br />10.9 <br />100.2 <br />13.6 <br />94.5 <br />358 r/c @14% <br />836 <br />Pt. 5004 (N: 20023.70 <br />- E: 37460.02) <br />6199.8 <br />X <br />107.3 <br />11.8 <br />96.7 <br />12.1 <br />90.1 <br />764 r/c @8% <br />837 <br />Pt. 5005 (N: 19221.41 <br />- E: 37087.80) <br />6071.6 <br />X <br />91.61 <br />12.61 <br />86.8 <br />10.2 <br />94.8 <br />792/793 r/C @10% <br />838 <br />Pt. 5006 (N: 19277.13 <br />- E: 37101.81) <br />1 6078.3 <br />1 X <br />1 <br />1 92.91 <br />12.51 <br />84.41 <br />11.81 <br />90.8 <br />792/793 r/c @12% <br />MOISTURE / DENSITY SPECIFICATIONS <br />tion 90% Cohesive Soils <br />ment: Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: F Ex <br />Number of Site Visits /Day: <br />Testing Only; <br />Requested By (Company Name): <br />)ratory Testing ASTM Cohesive Soils <br />M <br />Bowie Resources <br />:edure: D698 <br />Th <br />F <br />Cohesionless Soils <br />I <br />X <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />]of <br />Insufficient amount <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />material placed. <br />tractor Not Working Due To: <br />The Contractor Is: <br />?ment Weather: <br />Processing Frozen Material: <br />Processing Wet Material [ <br />ipment Malfunction: <br />Stnpping and /or Grubbing: <br />Moisture Conditioning Dry Mat'l: f <br />nown: <br />Stockpiling Fill: <br />Removing Unsuitable Marl. <br />FIELD OBSERVATIONS <br />17/2013 <br />S <br />M <br />T <br />W <br />Th <br />F <br />5 <br />I <br />X <br />I <br />I <br />I <br />Weather: Sun Clear Overcast Rain <br />X X <br />Temp: TO 32 32 -50 50 -70 70 -85 85 Up <br />X <br />Wind: Still Mod High <br />X <br />Humidity: Dry Mod Humid <br />X <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR6- 17 -13gj #835 <br />:ompaction Equipment Used: <br />:AT 815 <br />>heepsfoot: <br />;mooch Drum Roller: <br />/ibratory: <br />lther (List Below): = <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />